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NX Nastran DMAP Programmer's Guide - Kxcad.net

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1247<br />

NLITER<br />

Computes nonlinear analysis solution matrices and tables<br />

IEXT Input-integer-default=0. Extraction level for reduced incomplete<br />

Coolest factorization. See the “SOLVIT” on page 1412 module<br />

description.<br />

ADPCON Input-real-default=0.0. Contact penalty value. Scale factor for<br />

adjusting penalty values on restart. Update penalty values if<br />

positive.<br />

PBCONT Input-integer-default=0. Slideline contact flag.<br />

NBCONT Output-integer-default=0. Number of bisections due to slideline<br />

contact.<br />

GPFORCE Input-integer-default=-1. The number of columns in FENL. If<br />

GPFORCE less than or equal to zero then no GPFORCE or ESE<br />

command is present.<br />

Remarks:<br />

1. NLITER updates the displacement vector for as many iterations as are necessary<br />

to attain an equilibrium between the applied loads and the forces. NLITER<br />

calculates nonlinear forces and follower forces which are used to obtain new<br />

displacements until a converged solution is found, or a new stiffness matrix is<br />

necessary, or a bisection of the load step is necessary.<br />

2. KGGNL is needed for the reduced incomplete Cholesky factorization in the<br />

iterative solver only. Otherwise it may be purged.<br />

3. MGG, RDEST, RECM are only required for heat transfer analysis. Otherwise they<br />

may be purged.<br />

4. ULLT is required only for unsymmetric stiffness. Otherwise it may be purged.<br />

5. TABS is required for creep analysis.<br />

6. KFLAG is further explained below:<br />

-1 Solution had converged, but no stiffness update had been made or<br />

solution had not converged, and a stiffness matrix update had been<br />

made. A new stiffness matrix is required before starting bisection.<br />

1 Solution had converged and a stiffness update had been made. No new<br />

stiffness matrix is required before starting bisection.

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